Fra-IR 670-00.03
Franklin County · est $11M
Bid dateThursday, July 25—
Franklin County · est $11M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 140 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | % of bid |
|---|---|---|---|---|
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $1,589,050 | $2,500,000 | 18% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 9,782 SY | $98.00 | $95.00 | 11% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 266,254 LB | $3.46 | $3.00 | 10% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 9,782 SY | $80.00 | $85.00 | 9% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 412 CY | $1,600 | $2,000 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $700,000 | 5% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $380,000 | $150,000 | 4% |
| 424E14001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, | 1,332 CY | $250 | $349 | 4% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK | 513 CY | $630 | $1,100 | 4% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 2,001 SY | $157 | $95.00 | 4% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 9,757 SF | $31.00 | $30.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $300,000 | $750,000 | 3% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 1,685 SY | $168 | $95.00 | 3% |
| 516E47000 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE | 1 LS | $223,000 | $66,000 | 3% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 2,001 SY | $102 | $85.00 | 2% |
| 518E12301 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN | 92 EACH | $2,200 | $2,400 | 2% |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 9,757 SF | $18.40 | $18.00 | 2% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 5,416 SF | $32.70 | $32.00 | 2% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 1,685 SY | $105 | $85.00 | 2% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 1,096 SF | $160 | $225 | 2% |
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company |
|---|---|---|---|
| 202E30700 CONCRETE BARRIER REMOVED | 238 FT | $75.00 | $50.00 |
| 202E38000 GUARDRAIL REMOVED | 1,640 FT | $2.00 | $2.00 |
| 202E42206 ANCHOR ASSEMBLY REMOVED | 4 EACH | $150 | $95.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $125 | $75.00 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 1 EACH | $500 | $160 |
| 202E58200 INLET REMOVED | 3 EACH | $820 | $1,800 |
| 203E20001 EMBANKMENT, AS PER PLAN |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| 149 CY |
| $35.00 |
| $138 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,600.5 FT | $19.50 | $20.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE EMASH 2016 | 1 EACH | $2,500 | $2,500 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,200 | $1,430 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,550 | $2,580 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $500 | $695 |
| 606E60040 IMPACT ATTENUATOR, TYPE 3 UNIDIRECTIONAL, 65 MPH, | 1 EACH | $43,000 | $43,500 |
| 622E10060 CONCRETE BARRIER, SINGLE SLOPE, TYPE B | 153.9 FT | $460 | $285 |
| 622E10200 BARRIER TRANSITION | 4 EACH | $10,000 | $10,000 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 1.33 CY | $835 | $580 |
| 602E20000 CONCRETE MASONRY | 0.25 CY | $4,800 | $5,500 |
| 611E05900 15" CONDUIT, TYPE B | 156 FT | $196 | $265 |
| 611E06700 15" CONDUIT, TYPE F | 67 FT | $116 | $225 |
| 611E99094 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B | 3 EACH | $12,000 | $15,000 |
| 611E99150 INLET ADJUSTED TO GRADE | 15 EACH | $1,100 | $1,100 |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR | 2,400 SY | $58.00 | $53.00 |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 30 SY | $200 | $150 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, | 7 CY | $1,180 | $1,057 |
| 407E20000 NON-TRACKING TACK COAT | 4,308 GAL | $3.30 | $3.90 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 1,332 CY | $11.00 | $20.00 |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS | 47,819 SY | $3.00 | $3.50 |
| 897E02000 PATCHING PLANED SURFACE | 4,782 SY | $4.00 | $5.25 |
| 625E00470 CONNECTION, UNFUSED BOLTED | 18 EACH | $115 | $200 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN A15BB40 | 6 EACH | $6,100 | $5,200 |
| 625E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE | 20 EACH | $130 | $350 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 5,310 FT | $4.00 | $4.00 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 1,260 FT | $2.00 | $2.00 |
| 625E26250 LUMINAIRE, CONVENTIONAL, SOLID STATE, TYPE II, LED | 16 EACH | $550 | $500 |
| 625E29930 MEDIAN JUNCTION BOX | 5 EACH | $2,400 | $2,800 |
| 625E32000 GROUND ROD | 1 EACH | $300 | $400 |
| 625E75401 LIGHT POLE REMOVED, AS PER PLAN | 6 EACH | $440 | $500 |
| 625E75507 LUMINAIRE REMOVED, AS PER PLAN | 16 EACH | $60.00 | $100 |
| 625E75800 DISCONNECT CIRCUIT | 2 EACH | $134 | $500 |
| 621E00100 RPM | 126 EACH | $86.00 | $77.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 126 EACH | $10.00 | $24.00 |
| 630E80300 SIGN, TEMPORARY OVERLAY | 200 SF | $120 | $55.00 |
| 644E00720 CHEVRON MARKING | 527 FT | $9.95 | $9.95 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 0.49 MILE | $17,738 | $17,738 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 0.49 MILE | $17,738 | $17,738 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 0.97 MILE | $9,140 | $9,140 |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 1.63 MILE | $8,155 | $8,155 |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 1.49 MILE | $8,155 | $8,155 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 3.83 MILE | $3,150 | $3,150 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 3,122 FT | $3.75 | $3.75 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING, | 6.95 MILE | $2,650 | $2,650 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING, | 3,122 FT | $2.00 | $2.00 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING, | 1.95 MILE | $4,630 | $4,630 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 200 HOUR | $110 | $120 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, | 10 EACH | $2,200 | $2,200 |
| 614E12420 DETOUR SIGNING | 1 LS | $20,675 | $40,000 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 4 EACH | $880 | $635 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 376 EACH | $7.00 | $12.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 22 EACH | $9.00 | $19.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 391 EACH | $17.00 | $18.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $800 | $1,100 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 1.08 MILE | $755 | $755 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 4.55 MILE | $1,740 | $1,740 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6". | 3.95 MILE | $1,740 | $1,740 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 53,592 FT | $0.95 | $0.95 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 5,910 FT | $0.50 | $0.50 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 16,270 FT | $8.00 | $11.91 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 4.8 MILE | $600 | $600 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 4.1 MILE | $1,200 | $1,200 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 3,122 FT | $0.85 | $0.85 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $103,000 | $250,000 |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 26,133 LB | $2.66 | $2.50 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 3,923 FT | $1.80 | $1.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 89 EACH | $48.00 | $30.00 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 42 CY | $1,700 | $2,300 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK | 47 CY | $880 | $1,400 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 6 CY | $3,000 | $2,100 |
| 512E10100 SEALING OF CONCRETE SURFACES | 260 SY | $28.50 | $28.50 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 276 SY | $22.00 | $22.00 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 4,133 SF | $33.00 | $32.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 4,133 SF | $15.40 | $15.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 4,133 SF | $6.20 | $6.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 4,133 SF | $5.10 | $5.00 |
| 516E01301 ELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, A | 325 FT | $116 | $105 |
| 516E12201 STRUCTURAL STEEL EXPANSION JOINT, AS PER PLAN | 55 FT | $1,641 | $1,700 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 20 SF | $160 | $225 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS | 121 SY | $475 | $475 |
| 848E30100 LATEX MODIFIED CONCRETE OVERLAY | 5 CY | $975 | $745 |
| 848E50000 HAND CHIPPING | 18 SY | $130 | $88.00 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, 1 3/4 INCHES | 1,685 SY | $10.00 | $13.00 |
| 848E50200 FULL-DEPTH REPAIR | 2 CY | $4,000 | $2,000 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $110,000 | $250,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 30,796 LB | $2.88 | $2.75 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 4,735 FT | $1.80 | $1.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 66 EACH | $40.00 | $30.00 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 45 CY | $1,650 | $2,500 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK | 54 CY | $880 | $1,100 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 4 CY | $4,200 | $2,200 |
| 512E10100 SEALING OF CONCRETE SURFACES | 316 SY | $28.50 | $28.50 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 314 SY | $22.00 | $22.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 48 FT | $225 | $115 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 5,416 SF | $15.40 | $15.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 5,416 SF | $6.20 | $6.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 5,416 SF | $5.10 | $5.00 |
| 516E01301 ELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, A | 255 FT | $105 | $135 |
| 516E12201 STRUCTURAL STEEL EXPANSION JOINT, AS PER PLAN | 34 FT | $1,762 | $1,800 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 27 EACH | $1,800 | $3,000 |
| 516E46000 BEARING DEVICE, BOLSTER | 3 EACH | $3,050 | $4,200 |
| 516E46200 BEARING DEVICE, ROCKER | 2 EACH | $3,050 | $2,600 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 360 SF | $160 | $225 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS | 78 SY | $547 | $540 |
| 848E30100 LATEX MODIFIED CONCRETE OVERLAY | 4 CY | $975 | $745 |
| 848E50000 HAND CHIPPING | 20 SY | $116 | $88.00 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, 1 3/4 INCHES | 2,001 SY | $9.00 | $13.00 |
| 848E50200 FULL-DEPTH REPAIR | 2 CY | $4,000 | $2,000 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 53,024 FT | $1.70 | $1.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 81 EACH | $45.00 | $35.00 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 5 CY | $3,400 | $2,600 |
| 512E10100 SEALING OF CONCRETE SURFACES | 3,573 SY | $26.50 | $26.50 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,564 SY | $22.00 | $22.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 50 FT | $225 | $115 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 9,757 SF | $10.30 | $10.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 9,757 SF | $6.20 | $6.00 |
| 516E01301 ELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, A | 505 FT | $96.00 | $135 |
| 516E12201 STRUCTURAL STEEL EXPANSION JOINT, AS PER PLAN | 75 FT | $1,560 | $1,800 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 16 EACH | $3,700 | $3,300 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 10 EACH | $1,510 | $3,200 |
| 516E46701 RESET BEARING, AS PER PLAN | 48 EACH | $855 | $700 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 393 SF | $65.00 | $65.00 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS | 109 SY | $410 | $535 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 249 FT | $95.00 | $101 |
| 844E10000 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION | 493 SF | $290 | $140 |
| 848E30100 LATEX MODIFIED CONCRETE OVERLAY | 42 CY | $1,041 | $745 |
| 848E50000 HAND CHIPPING | 98 SY | $127 | $88.00 |
| 848E50200 FULL-DEPTH REPAIR | 4 CY | $3,400 | $1,800 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, 1 3/4 INCHES | 9,782 SY | $9.00 | $13.00 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $5,500 | $8,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $61,000 | $68,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $5,200 | $4,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $33,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $1,589,050 | $1.59M | 12% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 9,782 SY | $98 | $959k | 7% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 266,254 LB | $3.46 | $921k | 7% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 9,782 SY | $80 | $783k | 6% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 412 CY | $1,600 | $659k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400k | 3% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $380,000 | $380k | 3% |
| 424E14001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, | 1,332 CY | $250 | $333k | 3% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK | 513 CY | $630 | $323k | 3% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 2,001 SY | $157 | $314k | 2% |